Tenders Are Invited For Modernization Of The Access Road To Agricultural Land

1. Name Given By The Ordering Party: Modernization Of The Access Road To Agricultural Land. 2. The Subject Of The Order Is The Reconstruction Of The Access Road To Agricultural Land In Goleszy Małe. Materials: A. Basalt Grade Grades I- Should Meet The Requirements Of The Pn-En 13043 Standard. Renovations Should Be Used For Renovations With A Narrow Granulation Fraction Of 2-5/5-8/4-6.3 And 6.3-10.B. Catholic Emulsion With A 65% Asphalt Cationa Emulsion In Accordance With Pn-En 13808 Conclusion Of Works: A. Before Starting Earthworks From The Area Intended For Widening The Road, The Existing Surfaces Should Be Dismantled And The Area Should Be Cleaned. Before Starting The Structure Of The Road Widening Surface, Perform The Area Of ​​The Area, Then Adapt The Level Of The Road And The Roadsides To The Level Of The Area. The Material And The Soil Extracted From The Excavations Should Be Removed From The Construction Site And Utilized. The Place Of Removal Of The Material From Demolition And Land Is Determined By The Contractor Of Works. The Costs Related To The Export, Storage And Utilization Of Material From Demolition And Soil Are Borne By The Contractor. If The Value Of The Density Is Less Than 1.00, The Substrate Is Struggled So That The Above Condition Is Met. In The Event Of Doubtful Places Or Difficulties In Stinging The Ground, Strengthen Or Replace The Ground. Method And Scope Of Soil Strengthening. The Contractor Is Obliged To Agree With The Designer And Investor. Preparation Of The Surface For Surface Consolidation:  Repair Of Surface Defects By Removing Loose Surfaces Of The Surface, Removal Of Water, Bringing A Damaged Place To The Air-Dry Condition, Thorough Cleaning Of The Bottom And The Edge Of The Damaged Place From Loose Grains, Gravel, Sand And Dust,  Repair Of A Damaged Place By Filling With A Basal Grits 6.3 Mm 16-30 Kg M2 And Pressure Emulsion,  Sprinkle With Basalt Grits 2/4 Or 4/6.3 Mm In The Amount Of 8-12 Kg/M2, B. Cleansing The Existing Surface, C. Double Surface Consolidation Of Asphalt Emulsion And Basalt Grits, D. Following The Sorted Aggregate Layer. The Translation, Under Surface Consolidation Of Road Surfaces, Should Be Cleaned. The Surface Of The Substrate Should Be Dry And Clean. Each Arranged Layer Should Be Sprinkled With The C60b3ms Bituminous Emulsion According To Pn-En 13808: 2013-10 In Order To Ensure An Adequate Intervalry Connection, In The Quantity Set In Knr 2-31, Table. 1002 Item 01 And 02. The Condensation Should Be Made In Advance, At The Time Intended For The Evaporation Of Water Or The Leaf Of The Liquefaction. During The Implementation Of The Works, The Following Measurements And Tests Should Be Performed:  Width Of The Layer,  Layer Equality,  Transverse Declines,  Thickness Of Individual Layers,  Appearance Of The Layer (Should Have A Uniform Structure),  Thickening),  Thickening) Layers,  Removal Of Unrelated Aggregate. 2. As Part Of The Investment, Double -Sided Roadside With 0.5 M Wid